Derivation of a Simplified D'Arcy's Law Equation

  • #1
SpaceDuck127
1
0
Homework Statement
Done for a research essay on physics models for water filtration, and what I am focusing on is the change in speed after water passes through a porous material
Relevant Equations
q = -k*∆p/(µ*L) Darcy’s Law (flux rate)
∆p = f(L/D)(𝜌V^2/2) Darcy-Weisbach equation
Re = ρVD/µ Reynolds Number equation
f = 64/Re Friction factor equation
By substituting the darcy-weisbach equation into darcy’s law we get
q = -kf/µL * (L/D) * (𝜌V^2/2)
This can be further simplified by substituting the equation for friction factor for laminar flow, f = 64/Re , with the equation for reynolds number, Re = ρVD/µ substituted in such that:
q = (-k/µL)(64µ/ρVD)*(L/D)(𝜌V^2/2)
Which can be simplified from crossing out variables into:
q =-32kV/D^2

Based on physics and research i've done on filtration mechanics this makes kinda perfect sense, but I haven't found any evidence of this substitution online.
 
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  • #2
SpaceDuck127 said:
Relevant Equations: q = -k*∆p/(µ*L) Darcy’s Law (flux rate)
∆p = f(L/D)(𝜌V^2/2) Darcy-Weisbach equation
Re = ρVD/µ Reynolds Number equation
f = 64/Re Friction factor equation

By substituting the darcy-weisbach equation into darcy’s law we get
q = -kf/µL * (L/D) * (𝜌V^2/2)
This can be further simplified by substituting the equation for friction factor for laminar flow, f = 64/Re , with the equation for reynolds number, Re = ρVD/µ substituted in such that:
q = (-k/µL)(64µ/ρVD)*(L/D)(𝜌V^2/2)
Which can be simplified from crossing out variables into:
q =-32kV/D^2
Not my area but…

d’Arcy’s law is about a fluid passing through a porous material.

Reynold’s number is essentially about the transition between laminar and turbulent flow in a ‘free’ fluid.

Does it make sense to combine these when they apply to such different situations?

Beware of combining equations merely because they have some common parameters.
 
  • #3
SpaceDuck127 said:
Homework Statement: Done for a research essay on physics models for water filtration, and what I am focusing on is the change in speed after water passes through a porous material
Relevant Equations: q = -k*∆p/(µ*L) Darcy’s Law (flux rate)
∆p = f(L/D)(𝜌V^2/2) Darcy-Weisbach equation
Re = ρVD/µ Reynolds Number equation
f = 64/Re Friction factor equation

By substituting the darcy-weisbach equation into darcy’s law we get
q = -kf/µL * (L/D) * (𝜌V^2/2)
This can be further simplified by substituting the equation for friction factor for laminar flow, f = 64/Re , with the equation for reynolds number, Re = ρVD/µ substituted in such that:
q = (-k/µL)(64µ/ρVD)*(L/D)(𝜌V^2/2)
Which can be simplified from crossing out variables into:
q =-32kV/D^2

Based on physics and research i've done on filtration mechanics this makes kinda perfect sense, but I haven't found any evidence of this substitution online.
What do you mean "change in speed after the water passes through a porous material"? Do you instead mean "as it is going through the porous material"?
 
  • #4
Your analysis would work if you had an array of parallel pores running through your medium. Then, for each pore, you would have the Poiseulle equation: $$-\frac{dP}{dL}=\frac{128Q\mu}{\pi D^4 }=\frac{32\mu v}{D^2}$$where v is the pore velocity. The pore velocity is related to the superficial velocity q by $$q=\epsilon v$$where ##\epsilon## is the porosity. So, we have Darcy's law for such a medium being: $$-\frac{dP}{dL}=\frac{32q\mu}{\epsilon D^2}$$or $$q=-\frac{dP}{dL}\frac{\epsilon D^2}{32 \mu}$$So, the permeability for such a medium is $$k=\frac{\epsilon D^2 }{32}$$
 

What is D'Arcy's Law?

D'Arcy's Law is an equation that describes the flow of fluid through a porous medium, such as soil or rock. It is commonly used in hydrogeology and petroleum engineering to model the movement of groundwater or oil through underground formations.

What is the simplified version of D'Arcy's Law?

The simplified version of D'Arcy's Law is an equation that assumes a uniform flow rate and constant hydraulic conductivity, resulting in a simpler and more easily solvable equation. It is often used in introductory courses and basic calculations.

How is the simplified version of D'Arcy's Law derived?

The simplified version of D'Arcy's Law is derived by making simplifying assumptions and approximations to the full equation, such as assuming a constant flow rate and neglecting the effects of gravity and fluid compressibility. This results in a simpler equation that is easier to solve, but may not accurately represent real-world conditions.

What are the limitations of the simplified version of D'Arcy's Law?

The simplified version of D'Arcy's Law is limited by its assumptions and approximations, which may not accurately represent real-world conditions. It also does not account for non-uniform flow rates or variations in hydraulic conductivity, which can significantly affect the accuracy of the results.

How is the simplified version of D'Arcy's Law used in practical applications?

The simplified version of D'Arcy's Law is often used in basic calculations and introductory courses to provide a simplified understanding of fluid flow through porous media. However, in more complex and accurate applications, the full version of D'Arcy's Law or other more advanced equations may be used to account for the limitations of the simplified version.

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